Tender For Construction Of Link Road From Doli Mandir To Kotri Riae Via Rewara By Way Of Earthwork, Construction Of Hp Culvert (900Mm Dia), Semi Pucca Retaining Wall (3.0 Meter Ht) Semi Pucca Bwall (2.0 Mtr Ht), Pucca Drain, Parapets Crate Walls And
Tender Value
4.71 Crore
Estimated cost
Bid Submission
07 Nov 2026
3 days left
EMD
9.43 Lakhs
Bank guarantee accepted
Document Fee
6500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Doda → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Link Road From Doli Mandir To Kotri Riae Via Rewara By Way Of Earthwork, Construction Of Hp Culvert (900Mm Dia), Semi Pucca Retaining Wall (3.0 Meter Ht) Semi Pucca Bwall (2.0 Mtr Ht), Pucca Drain, Parapets Crate Walls And Providing And Laying Water Bound Macadam Gi (100Mm Thick), Gii (75Mm Thick), Giii(75Mm Thick), Bituminous Macadam (50Mm Thick), Premix Carpet (25Mm Thick) Tack Coat And Seal Coat (Under Nabard ) Ridf Xxviii
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary Rock |
| 3 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Hard Rock (Requiring Blasting ) |
| 4 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil |
| 5 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 6 | : Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: - 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 7 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: - 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) using 20% Plum |
| 8 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: - 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for: - Foundations, footings, bases for columns |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for: - Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. |
| 11 | Random Rubble masanory with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement , 6 coarse sand , 12 graded stone aggregate 20mm nominal size ) upto plinth level and curing complete with : cement mortar 1:6 (1 cement 6 coarse sand ) nallah LABOUR RATE |
| 12 | Dry Random Rubble masanory with hard stone in foundation and plinth without bound stone (Nallah) LABOUR RATE |
| 13 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate. |
| 14 | hand packed stone in filling |
| 15 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 16 | providing and laying of boulder apron laid in wire creates with 4mm dia G.I wire conforming to Is -280 and IS 4626 in 100mmx100mm extra fro laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specifications clause 1301 ( including cost of crates and excluding cost of stones) |
| 17 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes- 900 mm dia. R.C.C. pipe |
| 18 | providing and laying water bound macadam with specified stone aggregate stone screening and binding material including sorting spreading to template and consolidation with power road roller of 08 to 10 tonne capacity complete including cost of material base course with 90-45mm size (crushed) and excluding cost of stones screening 13.20mm size (crushed) and crusher dust |
| 19 | Providing and laying Water Bound Macadam with specified stone aggregate , stone screening and binding material including sorting spreading to template and consolidation with power road roller of 08 to 10 tonne capacity complete including cost of material base course with 63MM -45MM size (crushed) excluding cost of stone screening 11.20 mm size (crushed) and crusher dust |
| 20 | Supplying and stacking at site Stone screening of size 11.2 mm nominal size (Type B) |
| 21 | supply and stacking of crusher dust |
| 22 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. |
| 23 | Supplying and stacking at site Good Earth |
| 24 | Providing laying nad spreading WMM (53-0.075mm) Wet Mix Macadam |
| 25 | providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.75kg |
| 26 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 27 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). 16.41.1 With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. |
| 28 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete |
| 29 | providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm. |
| 30 | carriage of stone aggregate of size 40mm avg lead 06km by mt |
| 31 | carriage of sand /dust avg lead of 20km by MT |
| 32 | carriage of bajree avg lead of 20km by MT |
| 33 | Carriage of Excavated Earth avg. lead of 02km by M.T |
| 34 | Maintenance for 05 Years |
| 35 | 1st Year @ 0.95% |
| 36 | 2nd Year @ 1.70% |
| 37 | 3rd Year @ 1.95% |
| 38 | 4th Year @ 2.40% |
| 39 | 5th Year @ 3% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 31, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysNov 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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